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101 <br /> — PROJECT NUMBER WELL NUMBER <br /> 144002.KP.35 KP-5D SHEET 1 of 1 <br /> t <br /> ® WELL COMPLETION DIAGRAM <br /> PROJECT: KoP Stockton Terminal LOCATION: 30 R N of E-W Burlington Northern Santa Fe Line <br /> DRILLING CONTRACTOR: Spectmm Exploration__ <br /> ___.____ __— —--- - <br /> _. <br /> DRILLINGMETHODAND EQUIPMENT USED: Hollow Stem Auger-CME 75 <br /> WATER LEVELS: 87-7.8'm9l (7/13!99) START: 8:30 a.m.4/29/99 END: 11:30 a.m. LOGGER Pexlon <br /> 4- <br /> 3 <br /> 3b \ 2 1\ 1-Ground elevation at well 2.54'msl <br /> 2-Top of casing elevation 2.17'msl <br /> 3a— 3-Wellhead protection cover type 10"christie box <br /> a)drain tube? NA <br /> b)concrete pad dimensions 18" <br /> B 41' <br /> 4-Dia./type of well casing 4"sch.40 PVC casing <br /> 45' <br /> 50' 5-Type/slat size of screen 4"sch.40 PVC, 0.020"slot size <br /> 7— <br /> 81' 6-Type screen filter No.3 Sand(8 x 20 sieve) <br /> 4 a)Quantity used 8 bags <br /> 7-Type of seal 3/8"Bentonite pellets <br /> a)Quantity used 75 lbs. <br /> 5 8-Grout <br /> a)Grout mix used Cement-bentonite grout mixture <br /> b)Method of placement Tremie-deep <br /> c)Vol.of well rasing grout 19 cubic 8. <br /> Development method Surge,bail&pump <br /> 0' 6 <br /> Development time 3hours <br /> Estimated purge volume 500 gallons <br /> Comments Sumed 15 minutes,bailed 25 gallons.Screen set from 50 <br /> to 60 feet bas. Pump set at 48 feel.Pumped well quickly to <br /> dewater twice.Then pumed at 4 qpm.Static water table 8.7 feet <br /> below top of casing.Water table during pumping 40 feet below <br /> top of rasing. Final turbidity=180. <br /> 70.75" <br /> ODIMpmi2\144002\welldiagmms\KP-50nas <br />